PROFIS ENGINEERING
Table 23. Resultant Tension / Shear Loads and Individual Tension / Shear Loads
Anchor
Tension Load( lb / anchor)
Sustained Tension Load
( lb / anchor)
Shear Load( lb / anchor)
Shear Load x-direction( lb / anchor)
Shear Load( y- direction)
= V ua / 16 anchors + V y, n
=-625( lb / anchor) + V y, n 1 65 0 520-119-506 2 83 0 571-119-559 3 101 0 623-119-612 4 174 0 832-119-823 5 74 0 510-66-506 6 92 0 563-66-559 7 110 0 615-66-612 8 182 0 826-66-823 9 91 0 508 40-506 10 109 0 560 40-559 11 127 0 613 40-612 12 199 0 824 40-823 13 108 0 527 145-506 14 126 0 578 145-559 15 144 0 629 145-612 16 216 N / A 836 145-823
tension eccentricity |
e c1, N( wrt x direction) = + 3.00 in e c2, N( wrt y direction) = + 1.00 in |
For concrete breakout calculations!
V
V x = Σ x8 Vx1
= − 740 lb
V ua, res =
V y16 Vy = Σ = − 10, 000 lb Vy1
V x 2 + Vy
2 = 10, 027lb
|
shear eccentricity
e cV( wrt x direction)
= + 1.75 in
|
resultant Tension Load( N ua) = 2000 lb highest loaded anchor in tension = anchor 16 = 216 lb / anchor
For pryout calculations!( V ua, res) = V ua = 10,000 lb highest loaded anchor in shear = anchor 16 = 836 lb / anchor
October 2025 104